AVAILABLE AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (17 JANUARY 2013)

Transcription

1 471 / 402 (A / A) 14 / 39 (B / B) 46 / 22 (B / B) 32 / 65 (B / B) 358 / 415 (A / A) 8 / 34 (B / B) 125 / 210 () 434 / 243 () 17 / 15 (C / C) [C / B] [B / C] 18 / 10 (B / B) 13 / 11 (C / C) 108 / 192 (C / F) 105 / 184 (D / F) 20 / 66 (C / C) Four Way Stop Signalised 209 / 189 (E / F) 154 / 238 (D / F) 286 / 303 () 22 / 82 (C / D) 230 / 206 () 15 / 29 (C / C) 187 / 304 (A / A) 11 / 21 (A / B) 252 / 308 (A / A) 2 / 17 (A / A) Roundabout Int LOS A / A 73 / 46 (C / C) 1 / 4 (C / C) 26 / 25 (C / C) 26 / 19 (C / C) 2 / 1 (C / C) 60 / 25 (C / C) 230 / / 206 () B / B : Movement level of service during AM / PM peak hour : Movement level of service with improvements : Intersection service level during AM / PM peak hour C / D : AM / PM peak hour intersection service level with improvements AVAILABLE AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (17 JANUARY 2013) FIGURE 1

2 494 / 417 (A / A) 14 / 39 (B / B) 46 / 22 (B / B) 32 / 65 (B / B) 378 / 432 (A / A) 8 / 34 (B / B) 447 / 250 () 129 / 216 () 18 / 15 (C / C) [C / B] [B / C] 18 / 10 (B / B) 13 / 11 (C / C) 111 / 198 (C / F) 108 / 190 (D / F) 21 / 68 (C / C) Four Way Stop Signalised 215 / 195 () 159 / 245 (D / F) 295 / 312 () 23 / 84 (C / D) 237 / 212 () 15 / 30 (C / C) 187 / 308 (A / A) 11 / 21 (A / B) 257 / 317 (A / A) 2 / 17 (A / A) Roundabout Int LOS A / A 73 / 46 (C / C) 1 / 4 (C / C) 26 / 25 (C / C) 26 / 19 (C / C) 2 / 1 (C / C) 60 / 25 (C / C) 237 / 212 B / B 237 / 212 () : Movement level of service during AM / PM peak hour : Movement level of service with improvements : Intersection service level during AM / PM peak hour C / D : AM / PM peak hour intersection service level with improvements *Growth rate only applied to Wood Drive and Sandown Road. BACKGROUND 2014 AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (3% PER ANNUM GROWTH RATE)* FIGURE 2

3 32 / 75 1 / 3 15 / 17 1 / 9 37 / / / 13 8 / / / 47 8 / 26 2 / 2 12 / / / 104 LEFT-IN LEFT-OUT ACCESS LEFT-IN ONLY ACCESS 2 / 10 ROUNDABOUT 15 / / 17 DISTRIBUTION OF AM / PM PEAK HOUR TRIPS GENERATED BY THE PROPOSED DEVELOPMENT BY 2014 WITH PROPOSED LEFT-IN LEFT-OUT ACCESS AND ROUNDABOUT (INCLUDING DIVERTED TRIPS) FIGURE 3

4 494 / 417 (A / A) 14 / 39 (A / A) 46 / 22 (B / B) 32 / 75 (B / B) 32 / 65 (B / B) 378 / 432 (A / A) 8 / 41 (A / A) 626 / 563 (A / A) 402 / 511 (A / A) 37 / 66 (X / X) 138 / 229 () 461 / 289 () 26 / 39 (C / C) [B / C] 18 / 17 (B / B) 13 / 11 (C / C) 107 / 190 (D / F) 113 / 200 (C / F) 20 / 65 (C / C) Four Way Stop Signalised 207 / 187 () 152 / 235 (D / F) 310 / 347 () 22 / 79 (C / D) 227 / 199 () 15 / 28 (C / C) 198 / 339 (A / A) 263 / 306 (A / A) 12 / 38 (X / X) LEFT-IN ONLY ACCESS 187 / 318 (A / A) 11 / 21 (A / B) 258 / 327 (A / A) 2 / 17 (A / A) LEFT-IN LEFT-OUT ACCESS 49 / 104 (B / B) Roundabout Int LOS A / A 73 / 46 (B / B) 1 / 4 (B / A) 26 / 25 (B / B) 227 / / 199 () 26 / 19 (B / B) 2 / 1 (A / B) 60 / 25 (B / B) B / B : Movement level of service during AM / PM peak hour : Movement level of service with improvements : Intersection service level during AM / PM peak hour C / D : AM / PM peak hour intersection service level with improvements EXPECTED TOTAL 2014 AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (INCLUDING TRIPS GENERATED BY THE ) FIGURE 4

5 609 / 511 (A / A) 14 / 39 (B / B) 46 / 22 (B / B) 32 / 65 (B / C) 459 / 536 (A / A) 8 / 34 (B / C) 154 / 258 () 534 / 299 () 21 / 18 (C / C) [C / B] 18 / 10 (B / B) 13 / 11 (C / C) 133 / 236 (D / F) 129 / 226 (D / F) 25 / 81 (C / C) [D / C] [C / B] Four Way Stop Signalised 257 / 232 () 189 / 293 () [A / B] 352 / 373 () 27 / 101 (C / D) 283 / 253 () [C / B] 18 / 36 (C / C) [C / B] 224 / 371 (A / A) 11 / 21 (A / B) 310 / 380 (A / A) 2 / 17 (A / A) Roundabout Int LOS A / A 73 / 46 (C / D) [B / A] 1 / 4 (C / D) 26 / 25 (C / D) 26 / 19 (C / D) 2 / 1 (C / D) 60 / 25 (C / D) 283 / 253 B / B 283 / 253 () : Movement level of service during AM / PM peak hour : Movement level of service with improvements : Intersection service level during AM / PM peak hour C / D : AM / PM peak hour intersection service level with improvements *Growth rate only applied to Wood Drive and Sandown Road. BACKGROUND 2020 AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (3% PER ANNUM GROWTH RATE)* FIGURE 5

6 38 / 88 2 / 4 16 / 20 2 / / / / / 27 1 / / / / 44 8 / 24 2 / 3 13 / 33 LEFT-IN ONLY ACCESS 58 / 122 LEFT-IN LEFT-OUT ACCESS ROUNDABOUT 16 / / 20 DISTRIBUTION OF AM / PM PEAK HOUR TRIPS GENERATED BY THE PROPOSED DEVELOPMENT BY 2020 WITH PROPOSED LEFT-IN LEFT-OUT ACCESS AND ROUNDABOUT (INCLUDING DIVERTED TRIPS) FIGURE 6

7 609 / 511 (A / A) 14 / 39 (A / A) 46 / 22 (B / B) 32 / 65 (B / B) 459 / 536 (A / A) 8 / 42 (A / A) 747 / 663 (A / A) 165 / 274 () 551 / 344 () 31 / 45 (C / D) [B / C] 18 / 18 (B / B) 13 / 11 (C / C) 128 / 227 (D / F) 135 / 239 (D / F) 24 / 78 (C / C) [C / D] Four Way Stop Signalised 247 / 223 () 182 / 281 () 370 / 414 () [D / C] 26 / 95 (C / D) 271 / 238 () 18 / 33 (C / C) 236 / 404 (A / A) 315 / 366 (A / A) 14 / 44 (X / X) 225 / 383 (A / A) 11 / 21 (A / B) 311 / 392 (A / A) 2 / 17 (A / A) LEFT-IN ONLY ACCESS 58 / 122 (B / B) LEFT-IN LEFT-OUT ACCESS Roundabout Int LOS A / A 38 / 88 (B / B) 480 / 611 (A / A) 44 / 78 (X / X) 73 / 46 (B / B) 1 / 4 (B / A) 26 / 25 (B / B) 26 / 19 (B / B) 2 / 1 (A / B) 60 / 25 (B / B) 271 / 238 B / B 271 / 238 () : Movement level of service during AM / PM peak hour : Movement level of service with improvements : Intersection service level during AM / PM peak hour C / D : AM / PM peak hour intersection service level with improvements EXPECTED TOTAL 2020 AM / PM PEAK HOUR TRAFFIC VOLUMES AND LEVELS OF SERVICE (INCLUDING TRIPS GENERATED BY THE ) FIGURE 7

8 ERF 3603 ERF 3604 LOCALITY PLAN OF NOT TO SCALE

9 SANDOWN ROAD ERF Ø30 IVE THETFORD ROAD CONCEPTUAL LAYOUT PROPOSED IVE LAYOUT BETWEEN SANDOWN ROAD AND THETFORD ROAD SCALE 1:500

10